Design of Steel Structures Part 8 ppsx
Inspection Evaluation And Repair Of Steel structures Part 8 ppt
... src="data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAkIAAAGfCAIAAAA8jSo7AAAACXBIWXMAABYlAAAWJQFJUiTwAAAgAElEQVR42u3dWZajurIAUKhV8zIemWFkNiPjfeiWno5ojDvavT9qZTmdaScGhSLUUBQAsFtlURRd1zkQAOwvhpXlH0cBgP0SxgAQxgBAGAMAYQwAYQwAhDEAEMYAQBgDQBgDAGEMAIQxAIQxABDGAEAYAwBhDABhDACEMQAQxgBAGANAGAMAYQwAhDEAhDEAEMYAYBl/HQLgVNq2vVwuE999PB5FUVRVFb7YjsfjUVXV2Lfi247/xsfDf3/9d1VVdb/flz8sZVEUXdc5s+ETTdPcbreJRrNpmqIo...
Ngày tải lên: 05/08/2014, 11:20
Inspection Evaluation And Repair Of Steel structures Part 10 ppsx
... src="data:image/png;base64,iVBORw0KGgoAAAANSUhEUgAAAvkAAATaCAIAAABHNu6NAAAACXBIWXMAABYlAAAWJQFJUiTwAAAgAElEQVR42u3dfaxkZWH48ec012DcKiJeJHW1u8US3PCyTdEaVjszBWkatFBeQsXGxKZYW42mtk0a+8ecwaSNSWsjJtqmSf/AIhQDRMoWtl32ngEuSiqlhS19C+xCl/ByacSVNWzYZn5/PN3nd5y5e3fuvXPnzjzz+fxBLrP3ZebcuXO +85 znPKfo9XqBjXHaaae9/PLLY/txF1100eLios0OAHVzNsHGefnllw8cODC2H7dlyxbbHAD6FMZ1NsixY8de97rX2bwAsLl+zCbYIIcOHXrzm99sOw...
Ngày tải lên: 05/08/2014, 11:20
DESIGN OF MASONRY STRUCTURES Part 4 ppsx
... determination of the value of the characteristic compressive strength of the masonry (f k ) and the thickness of the unit required to support the design loads. Once f k is calculated, suitable types of ... have a length of at least one-fifth of the storey height and a thickness of 0.3×(wall thickness) with a minimum value of 85 mm. 5.4.2 Effective thickness The effective...
Ngày tải lên: 08/08/2014, 13:21
DESIGN OF MASONRY STRUCTURES Part 8 pps
... Fig. 11 .8 has been prestressed to effective stress of 900 N/mm 2 by four 10.9 mm diameter stabilized strands of characteristic strength of 1700 N/mm 2 . The area of steel provided is 288 mm 2 . ... available, for an initial load of 60%, 70% and 80 % of the breaking load, from the manufacturers of the prestressing steel. Linear interpolation of this loss between 60% and...
Ngày tải lên: 08/08/2014, 13:21
Design of Steel Structures Part 2 doc
... compression should be designed in accordance with the recommendations given in 6.4 of BS 5950-5:19 98. 6.7 Chapter 7 Serviceability limit states a) 7.3 Deflections The designs for deflections ... provisions in clause 4, in particular, Table 4.1 and 4.2.3 of ENV 1993-1-1:1992. b) 7.3(3) There is no limit to the deflection of purlins, provided the provisions in 4.2.3 of ENV 1993-1-1:1...
Ngày tải lên: 10/08/2014, 11:22
